Effect of Golumn-to-beam Strength Ratio on Maximum Story Drift Angle Response of Steel Frames under Horizontal Bi-directional Ground Motions
Effect of Golumn-to-beam Strength Ratio on Maximum Story Drift Angle Response of Steel Frames under Horizontal Bi-directional Ground Motions
复制标题
水平双向地震动作用下柱梁强度比对钢框架最大层偏角响应的影响
DOI:
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发表时间:
2008
期刊:
影响因子:
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通讯作者:
Takashi Kihara
中科院分区:
文献类型:
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作者:
M. Yokoo;Minoru Yamanari;Koji Ogawa;Takashi Kihara